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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br /><Licensed Company> <br />MattB <br />Title <br />Checked By : __________ <br />10/30/2025 <br />7:59:21 AM <br />RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 10 <br />Model Settings <br />Number of Reported Sections 5 <br />Number of Internal Sections 100 <br />Approximate Mesh Size (in²)24 <br />Maximum Number of Iterations 10 <br />Merge Tolerance (in)0.12 <br />Solver Sparse Accelerated <br />Coefficient of Friction 0.25 <br />No. of Shear Regions 4 <br />Shear Region Spacing Increment (in)4 <br />Min 1 Bar Dia Spacing for Beams No <br />Optimize footings for OTM / Sliding Yes <br />Parme Beta Factor (PCA)0.65 <br />Pile Safety Factor 3 <br />Min % Steel for Pedestal Auto <br />Concrete Stress Block Rectangular <br />Concrete Rebar Set ASTM A615 <br />Include WWR No <br />Concrete Code ACI 318-19 <br />Masonry Code ACI 530-13: ASD <br />HR Pile Steel Code None <br />Wood Pile Code None <br />Mat Slab Design Option Theoretical (Design per Average Steel Area)